herriman mtn view seminary - addendum 01
TRANSCRIPT
Addendum US 160420 Page 1 of 2
ADDENDUM
Project: Herriman UT Mtn View Seminary
Project No.: 501341918010201 Addendum No.: 1
Project Address: 13984 Autumn Crest Blvd, Herriman, Utah
Date: August 2, 2018
Owner: Corporation of the Presiding Bishop of The Church of Jesus Christ of Latter-day Saints, a Utah corporation sole From (Architect): Evans & Associates Architecture Instructions to Prospective Bidders: This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents and/or prior Addenda as noted below. All conditions, requirements, materials and workmanship are to be as described in the Contract Documents unless specifically stated otherwise. This Addendum consists of 38 page(s).
1. Changes to prior Addenda:
a. None 2. Changes to Bidding Requirements:
a. Color Schedule: Include the attached color schedule to the Contract Documents.
b. Bid Opening: The apparent low General Contractor shall submit to the Project Manager and the Architect the “Subcontractors and Major Materials Supplier List” within one-hour of the bid opening time. This must be submitted before the person attending the per-bid meeting leaves the building. The subcontractors listed can not be changed afterwards without written approval from the Project Manager and the Architect.
c. The contractor shall use the attached Bid Form. The contractor shall provide a lump sum to provide and install all items associated
with the water line on the east side of Autumn Crest including but not limited to: excavation, tee’s, fittings, valves and pipe but do not include the 8” lateral line across Autumn Crest. This lump sum shall be included in the base price bid.
3. Changes to Conditions of the Contract:
a. Rocky Mountain Power Rebates: The contractor shall provide LED cut sheets with the model numbers clearly marked and associated invoices to the Architect prior to substantial completion.
b. Dominion Energy Rebates: The contractor shall provide invoices and other information needed for all rebates to the Architect prior to
substantial completion. c. Prior to any on-site construction activities the contractor shall: 1. Install the off-site water lines per the attached drawings and redlines per Herriman City provided by J-U-B Engineers, Inc. 2. Provide 6” compacted road base temporary access road per C400. d. All fire suppression and alarm systems require an independent 3rd party plan review prior to being submitted to the UFA. Plans will
not be accepted at the UFA office without the 3rd party review letter attached to the submittal. e. Deferred submittals for fire sprinkler and fire alarm shop drawing shall be submitted to the UFA for review and permitting (once the
3rd party review is completed). A digital submittal is preferred. Email the submittal to [email protected]. Plans must be stamped by a NICET III or better and shall include manufacturer cut sheets, hydraulic or battery calculations and the 3rd party review letter.
f. Provide a Knox 1650 or 3200 series key box with a hinged door. Install in a visible location adjacent to the front door. Mounting
height shall be 5 feet above finished grade. Recess knox box in brick veneer. Order online at www.knoxbox.com g. Provide Knox #3043 Locking FDC Caps. Order online at www.knoxbox.com h. Provide signage on the interior fire riser room closet door. i. The contractor shall include all costs associated with hanging (16) pieces of owner-provided artwork.
4. Changes to Specifications:
Addendum US 160420 Page 2 of 2
a. 01 5100 Temporary Utilities: The contractor shall provide temporary power and gas of sufficient size and capacity as required for all construction activities for the duration of the project.
b. 08 5313 Vinyl Windows: The vinyl windows shall be contractor provided and contractor installed.
c. 12 9313 Bicycle Racks: The attached specification shall be included in the Bid Documents.
5. Changes to Drawings:
a. C201 – C203: See the attached revised drawings. b. C514 Site Details: The face pattern of the concrete fence and columns should be an ashlar type finish. The contractor shall submit
all options available to the Architect for final selection. The concrete fence and columns are to have a multi-colored stained finish on all sides. The contractor shall submit standard colors for the Architect for final selection. The contractor shall prepare a sample on one fence panel for approval prior to finishing the remainder of the fence and columns.
c. A121 Roof Plan: The contractor shall provide and install a Ladder Anchor (See Specification Section 07 3113 for specific details) on
the north side of the building. d. 202 Building Exterior Details: Provide a 1/2" joint between the stone veneer and brick at all vertical locations with a backer rod and
caulk.
e. C-401 and C-402 Drawings by J-U-B Engineers Inc: The contractor shall provide and install the off-site water line, tee’s, fittings, hydrants, etc as shown and per the redlines. The remainder of the J-U-B drawings are for reference only for General Notes and Herriman Standard Details. All Herriman City Standard Details and all applicable General Notes shall be followed for all items.
End of Addendum
Date: August 2, 2018Project: Herriman UT Mtn View SeminaryProp # 501341918010201
Interior Colors and Materials
Building Style 8-Room Seminary
Upholstery Color Scheme Navy
Hardwood Stain LDS 95
Flooring and Bases:Loop Pile Floor Carpet Tandas Centiva: 04346 Ensign, Sapphire 866084" Self-edged Carpet Base Tandas Centiva: 04346 Ensign, Sapphire 86608Walkoff Carpet Tile Mannington LDS Entry Guard, BlackCarpet Base at Vestibule Bigelow Commercial 7234 Ebony Domino4" Rubber Base Dark Gray
Doors and Windows:Windows WhiteInterior Metal Door Thresholds Dark Bronze AnodizedThresholds between Wood Floor & Carpet Clear AnodizedMetal Door Kick Plates Stainless SteelDoor Sweeps Brown or Dark Bronze AnodizedDoor Smoke Gaskets WhiteWindow Blinds
Option A Blynco: Advantage AlabasterOption B Graber: Classic 112 AlabasterOption C Hunter Douglas: 002 AlabasterOption D Levelor: Riviera 112 Alabaster or Golden Touch 213 Alabaster
Solid Surface Window StoolOption A Glacier White by CorianOption B Bisque by CorianOption C Cameo White by CorianOption D Vanilla by Corian
Hardware Finish US26D Chromium Plated Satin
Cabinets:Cabinet and Drawer Hardware Finish Match US26D Chromium Plated SatinCabinet Adjustable Shelf Supports Nickel Plated SteelCabinet Melamine or Kortron WhiteCountertop Grommets WhitePlastic Laminate:
Option A 300-58 by FormicaOption B MR7002, Textured by NevamarOption C 4170-60 by WilsonArt
Ceiling:12" x 12" Acoustical Ceiling Tile White
Items noted Submit Sample requires finish and/or color submittals to the Architect. Items noted TBA (To Be Announced) do not require further finish and/or color submittals from the Contractor; the Architect will select the manufacturer, type, style, size, pattern, texture, finish and/or color as necessary. This Color Schedule does not relieve the Contractor from the submittal requirements of the Contract Documents and the approved Submittal Schedule.
Color Schedule
1 of 3
Fire Equipment:Fire Alarm Station Fire Alarm Red with White MarkingsDetectors, Horns, Strobes WhiteRe-entrant Speaker WhiteMounting Accessories WhiteHorn/Strobe Damage Stoppers ClearFire Extinguisher Cabinet White
Electrical Equipment:Lights Fixtures:
Housing WhiteBaffles WhiteFlanges White
Reflectors Clear SpecularExit Signs:
Faces GreenFrames White
Electrical Devices and Cover Plates White
Sound EquipmentSound/TV System Devices & Cover Plates WhiteSpeaker Grilles White
Visual Display:Interior Signage Grayed-blue Background with White LetteringMarkerboards WhiteTackboards SterlingTackboard Frames Natural AluminumDisplay Cabinet Frames LDS 95
Accessories:Corner Guards Submit SampleJoint Sealant Match Adjacent Materials
Restrooms:Metal Toilet Compartments: Flush Metal: #61 White
Plumbing Equipment:Drinking Fountains Submit SamplesPlumbing Fixtures WhiteWater Closet Seats WhiteLavatory P-Trap and Pipe Safety Covers WhiteWall Cleanout Covers Stainless Steel
Mechanical Equipment:Wall & Ceiling Registers, Diffusers, & Grilles White
Walls:Sisal Wall Covering:
Option A: 0250 Jacinth by Design MaterialsOption B: 334 Jacinth by Fibreworks
Paint:Walls Sherwin Williams: Pacer White SW 6098 Ceilings Sherwin Williams: Pacer White SW 6098 Vestibule Ceilings Sherwin Williams: Pacer White SW 6098 Wall behind Wall Grilles BlackWood Floors Sherwin Williams: Mindful Gray SW 7016Hollow Metal Door Frames Sherwin Williams: Pacer White SW 6098Access Doors Match Ceiling ColorShips Ladder to Second Floor Sherwin Williams: Mindful Gray SW 7016Brackets under Restroom Countertops Sherwin Williams: Pacer White SW 6098 Vision Panel Frame in Doors Prefinished to Match Door Stain Color
2 of 3
Floor and Wall Tile:Paver Floor Tile: DalTile: Bianco Alpi CD05Paver Tile Base: DalTile: Bianco Alpi CD05Floor & Base Grout: Mapei: 11 Sahara BeigeCeramic Wall Tile: Dal Tile: Matte White 0100Ceramic Accent Wall Tile: Dal Tile: Matte Almond 0135Wall Grout: Mapei: 00 White
Exterior Colors and MaterialsBrick:
Field Brick Interstate Brick, Dartmouth, Straight, ModularMortar for Brick Veneer Natural
Stone:Stone: Boral Stone Products, Pro-Fit Alpine Ledgestone, ChardonnayMortar for Brick Veneer Natural
Precast Concrete Natural Grey - Submit Samples
Stone Seminary & Address Sign Bethel White Granite
Fiberglass Reinforced ShinglesOption A Moire Black by CertainTeed Option B Charcoal by GAF
Joint Sealant Match Adjacent Materials
Mail Box Black
Prefinished Metal:Ridge Vent and Penthouse Match UNA-CLAD Slate Gray (Stucco Embossed)Stepped Brick Flashing at Shingles Match UNA-CLAD Bone White (Stucco Embossed)Flashing over Stepped Flashing Match UNA-CLAD Bone White (Stucco Embossed)Valley Match UNA-CLAD Slate Gray (Stucco Embossed)Fascia and Soffit Match UNA-CLAD Bone White (Stucco Embossed)Drip Edge Match UNA-CLAD Bone White (Stucco Embossed)Vent Strip Match UNA-CLAD Bone White (Stucco Embossed)Faced Panels Match UNA-CLAD Bone White (Stucco Embossed)Mechanical Louvers adjacent to Brick Match UNA-CLAD Bone White (Stucco Embossed)Window WhiteEntries WhiteThresholds Clear Anodized Aluminum
Pole Lights Black
Exterior Light Fixtures Mounted on Building Black
Paint:Exterior Side of Storage Building Door Match White Storefront and Windows (Gloss)Exterior Side of Hollow Metal Frames Match White Storefront and Windows (Gloss)Shed Wall and Ceiling Sheathing Match White Storefront and WindowsParking Stripes WhiteHandicap Parking Symbols Blue and WhiteHandicap Parking Sign Dark Blue and WhiteMetal Lintels under Brick Veneer Paint to match Header BrickRoof Penetrations Match Roofing MaterialMetal Bollards White
Precast FenceFace Pattern AshlarColor: Multi-Colored Concrete Stain - Colors TBD
Precast Retaining WallUnit Face Pattern Cobble StoneColor: Natural Gray
3 of 3
Bidding Requirements for a Fixed Sum US 160331 Page 1 of 1
B I D F O R M FOR GENERAL CONTRACT WORK (U.S.) PROJECT IDENTIFICATION: Herriman UT Mtn View Seminary US Utah Salt Lake Valley South S&I Area OWNER:
Corporation of the Presiding Bishop of the Church of Jesus Christ of Latter-day Saints, a Utah corporation sole (“Owner”)
ARCHITECT: Evans & Associates Architecture 11576 South State Street, Suite 103b Draper, Utah 84020 _____________________________________________________________________________________________
B I D 1. In submitting this Bid, Bidder represents that:
a. If this Bid is accepted, Bidder will enter into an agreement with Owner to perform and furnish the Work described in the Bidding Documents for the Bid Price and within the Time of Substantial Completion indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.
b. Bidder has carefully examined Set(s) Number (N/A) of the Bidding Documents consisting of the Project Manual containing the Bidding Requirements, the Conditions of the Contract, and the Specifications, entitled Herriman UT Mtn View Seminary, the Drawings entitled Herriman UT Mtn View Seminary and dated June 1, 2018, and including sheets numbered G001-G101, 1 of 1, C101-C801, L101-L204, A101-A603, F101-F103, S101-S604, FS101-FS501, P101-P502, M101-M601, ME101-ME704, EL101-EE602, FA101-FA102, ET101-TT602, and addenda numbers _______________.
c. Bidder has examined the site of the work, existing conditions, and all other conditions affecting the work on the above-named Project.
d. Bidder has carefully correlated the information known to Bidder and information and observations obtained from visits to the site with the Bidding Documents.
e. Bidder is familiar with federal, State, and local laws and regulations applicable to Project. f. Bidder guarantees there will be no revisions or withdrawal of bid amount for forty-five (45) days after the bid
opening. 2. Bidder hereby proposes to furnish all materials, labor, equipment, tools, transportations, services, licenses, fees,
permits, etc., required by said documents to complete the Work described by the Contract Documents for the lump-sum of: ______________________________________________ Dollars ($ ________________________).
3. Bidder hereby proposes to furnish all materials, labor, equipment, tools, transportations, services, licenses, fees, permits, etc., required by said documents to complete installation of the water line on the east side of Autumn Crest Blvd including but not limited to: excavation, tee’s, fittings, valves, and pipe but do not include the 8” lateral line across Autumn Crest Blvd. for the lump-sum of: ______________________________________________ Dollars ($ ________________________). (This price should be included in the lump sum on Item 2)
4. Bidder agrees to achieve substantial completion of the Work within the number of days indicated in the Invitation to Bid.
5. Enclosed is a Bid Bond for not less than five percent (5%) of the bid. RESPECTFULLY SUBMITTED:
Signature Printed name Title Company name Business Address
_______________ Date City, State, and Zip Code _______________ License No. Telephone Fax
Contact Email Address
501341917010101 June 1, 2018 Herriman UT Mtn View Seminary
Bicycle Racks - 1 - 12 9313
SECTION 12 9313
BICYCLE RACKS
PART 1 - GENERAL
1.1 SUMMARY
A. Products Furnished But Not Installed Under This Section: 1. Bicycle racks.
B. Related Requirements: 1. Section 03 3053: 'Miscellaneous Cast-In-Place Concrete' for installation.
1.2 REFERENCES
A. Reference Standards: 1. ASTM International:
a. ASTM A53/A53M-12, ‘Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless’.
b. ASTM A123 /A123M-13, ‘Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products’.
c. ASTM A500/A500M-13, ‘Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes’.
d. ASTM D3451-06(2012), ‘Standard Guide for Testing Coating Powders and Powder Coatings’.
e. ASTM D7378-10, ‘Standard Practice for Measurement of Thickness of Applied Coating Powders to Predict Cured Thickness’.
f. ASTM D7803-12, ‘Standard Practice for Preparation of Zinc (Hot-Dip Galvanized) Coated Iron and Steel Product and Hardware Surfaces for Powder Coating’.
B. Reference Standard: 1. ASTM International:
a. ASTM A312/A312M-15, 'Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes'.
1.3 SUBMITTALS
A. Informational Submittals: 1. Manufacturers' Instruction:
a. Provide installation instruction including mounting and tolerances.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Delivery And Acceptance Requirements: 1. Materials shall be delivered in original, unopened packages with labels intact.
B. Storage And Handling Requirements: 1. Protect racks and finish from damage during handling and installation.
501341917010101 June 1, 2018 Herriman UT Mtn View Seminary
Bicycle Racks - 2 - 12 9313
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Type One Acceptable Manufacturers: 1. Columbia Cascade, Portland, OR www.timberform.com. 2. Creative Pipe Inc, Hermosa Beach, CA www.creativepipe.com. 3. Huntco Supply LLC, Portland, OR www.huntco.com. 4. Madrax, Wannakee, WI www.madrax.com. 5. Equal as approved by Architect before bidding. See Section 01 6200.
2.2 MANUFACTURED UNITS
A. Bicycle Rack: 1. Design: Serpentine Style: 2. Steel Pipe: ASTM A53 Type F or Type S, Schedule 40. 3. Mounting: In-Ground. 4. Bicycle Capacity: As determined by Architect to conform to project requirements.
B. Fabrication: 1. Cast-in-place model fabricated from 2-3/8 inch (60.3 mm) outside diameter, 0.154 inch (3.9 mm)
wall, stainless steel pipe.
C. Type One Acceptable Products: 1. Original CycLoops by Columbia Cascade. 2. Thunderbolt Series by Creative Pipe. 3. BR Series by Huntco Supply. 4. Heavy Duty Winder by Madrax.
PART 3 - EXECUTION
END OF SECTION
phon
e 8
01-5
53-8
272
fa
x 8
01-5
53-8
273
Pro
ject
for:
Rev
isio
ns
Mar
kD
ate
Des
crip
tion
Sheet
Sheet Title
Project Number
Plan Series
Property Number
Stamp
DateJune 1, 2018
C201
DRAINAGE PLANGRADING &
Blue Stakes of UtahUTILITY NOTIFICATION CENTER, INC.
205 WEST 700 SOUTH, SUITE 101SALT LAKE CITY, UTAH 84101
CALL BEFORE YOU DIGIT'S FREE &
IT'S THE LAW1-800-662-4111
208-2100
(TOLL-FREE)
(SALT LAKE METRO)
Her
riman
UT
Mtn
Vie
w S
emin
ary
Aut
umn
Cre
st B
lvd
A N
ew 8
-Roo
m S
emin
ary
for:
Her
riman
, Uta
h
501341917010101
18-20
SEM18-08-1
phon
e 8
01-5
53-8
272
fa
x 8
01-5
53-8
273
Pro
ject
for:
Rev
isio
ns
Mar
kD
ate
Des
crip
tion
Sheet
Sheet Title
Project Number
Plan Series
Property Number
Stamp
DateJune 1, 2018
C202Blue Stakes of UtahUTILITY NOTIFICATION CENTER, INC.
205 WEST 700 SOUTH, SUITE 101SALT LAKE CITY, UTAH 84101
CALL BEFORE YOU DIGIT'S FREE &
IT'S THE LAW1-800-662-4111
208-2100
(TOLL-FREE)
(SALT LAKE METRO)
Her
riman
UT
Mtn
Vie
w S
emin
ary
Aut
umn
Cre
st B
lvd
A N
ew 8
-Roo
m S
emin
ary
for:
Her
riman
, Uta
h
501341917010101
18-20
UTILITY PLAN
SEM18-08-1
phon
e 8
01-5
53-8
272
fa
x 8
01-5
53-8
273
Pro
ject
for:
Rev
isio
ns
Mar
kD
ate
Des
crip
tion
Sheet
Sheet Title
Project Number
Plan Series
Property Number
Stamp
DateJune 1, 2018
C203
Her
riman
UT
Mtn
Vie
w S
emin
ary
Aut
umn
Cre
st B
lvd
A N
ew 8
-Roo
m S
emin
ary
for:
Her
riman
, Uta
h
501341917010101
18-20
SEM18-08-1
STORMTECHDETAILS
SC-740 ELEVATIONS
1. ALL DESIGN SPECIFICATIONS FOR STORMTECH SC-740 CHAMBERS SHALL BE INACCORDANCE WITH THE STORMTECH DESIGN MANUAL
2. THE INSTALLATION OF STORMTECH SC-740 CHAMBERS SHALL BE IN ACCORDANCEWITH THE LATEST STORMTECH INSTALLATION INSTRUCTIONS
3. THE CONTRACTOR IS ADVISED TO REVIEW AND UNDERSTAND THE INSTALLATIONINSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLTION. CALL 1-888-892-2694OR VISIT WWW.STORMTECH.COM TO RECIEVE A COPY OF THE LATEST STORMTECHINSTALLTION INSTRUCTIONS
4. CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND LOAD FACTORSSPECIFIED IN SECTION 12.12 OF THE LATEST EDITION OF THE AASHTO LRFD BRIDGEDESIGN SPECIFICATIONS
SC-740 NOTES
STORMTECH ACCEPTABLE FILL MATERIALS6
SC-740 TECHNICAL SPEC.4
SC-740 STANDARD CROSS SECTION7
SC-740 ISOLATOR ROW™ DETAIL8
9 SC-740 INSPECTION PORT DETAIL
10 SC-740 UNDERDRAIN DETAIL
SC-740 MANIFOLD DETAIL
11 MANIFOLDS
FILL MATERIAL FOR LAYER 'D' STARTS FROM THETOP OF THE 'C' LAYER TO THE BOTTOM OFFLEXIBLE PAVEMENT OR UNPAVED FINISH GRADEABOVE. NOTE THAT PAVEMENT SUBBASE MAY BEPART OF THIS LAYER.
FILL MATERIAL FOR LAYER 'C' STARTS FROM THETOP OF THE EMBEDMENT STONE ('B' LAYER) TO18" [457 mm] ABOVE THE TOP OF THE CHAMBER.NOTE THAT PAVEMENT SUBBASE MAY BE A PARTOF THIS LAYER.
EMBEDMENT STONE SURROUNDING THECHAMBERS FROM THE FOUNDATION STONE('A' LAYER) TO THE 'C' LAYER ABOVE.
FOUNDATION STONE BELOW CHAMBERS FROMTHE SUBGRADE UP TO THE FOOT (BOTTOM) OFTHE CHAMBER.
ANY SOIL/ROCK MATERIALS, NATIVE SOILS,OR PER ENGINEER'S PLANS. CHECK PLANSFOR PAVEMENT SUBGRADE REQUIREMENTS.
GRANULAR WELL-GRADED SOIL/AGGREGATEMIXTURES, < 35% FINES. MOST PAVEMENT SUB-BASE MATERIALS CAN BE USED IN LIEU OFTHIS LAYER.
N/A
3, 357, 4, 467, 5, 56, 57,6, 67, 68, 7, 78, 8, 89, 9,
10
3, 357, 4, 467, 5, 56, 57
3, 35, 4, 467, 5,56, 57
PREPARE PER ENGINEER'S PLANS. PAVED INSTALLATIONSMAY HAVE STRINGENT MATERIAL AND PREPARATIONREQUIREMENTS.
BEGIN COMPACTION AFTER 12" [305 mm] OF MATERIAL OVERTHE CHAMBERS IS REACHED. COMPACT ADDITIONALLAYERS IN 6" [152 mm] LIFTS TO A MIN. 95% STANDARDPROCTOR DENSITY. ROLLER GROSS VEHICLE WEIGHT NOTTO EXCEED 12,000 lbs [53 kN]. DYNAMIC FORCE NOT TOEXCEED 20,000 lbs [89 kN].
NO COMPACTION REQUIRED.
PLATE COMPACT OR ROLL TO ACHIEVE A 95% STANDARDPROCTOR DENSITY².
MATERIAL LOCATION DESCRIPTION COMPACTION/DENSITY REQUIREMENTAASHTO M43DESIGNATION¹
PLEASE NOTE:1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4STONE WOULD STATE: “CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE”.
2. AS AN ALTERNATE TO PROCTOR TESTING AND FIELD DENSITY MEASUREMENTS ON OPEN GRADED STONE, STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A'LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9” [229 mm] (MAX) LIFTS USING TWO FULL COVERAGES WITH AN APPROPRIATE COMPACTOR.
ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS
A
B
C
D
CLEAN, CRUSHED, ANGULAR STONE,NOMINAL SIZE DISTRIBUTIONBETWEEN 3/4 - 2 INCH [19 - 51 mm]
CLEAN, CRUSHED, ANGULAR STONE,NOMINAL SIZE DISTRIBUTIONBETWEEN 3/4 - 2 INCH [19 - 51 mm]
THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE LOADFACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGNSPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS,WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLEPRESENCE.
DESIGN ENGINEER RESPONSIBLE FORENSURING THE REQUIRED BEARING
CAPACITY OF SUBGRADE SOILS
FOR UNPAVED INSTALLATION WHERE RUTTINGFROM VEHICLES MAY OCCUR, INCREASE COVER
TO 24" (610 mm) MINIMUM.
GRANULAR WELL GRADED SOIL/AGGREGATEMIXTURES, <35% FINES. COMPACT IN 6" LIFTSTO 95% PROCTOR DENSITY. SEE THE TABLE OFACCEPTABLE FILL MATERIALS
PAVEMENT
ADS 601 NON-WOVENGEOTEXTILE (OR EQUAL) ALL
AROUND CLEAN, CRUSHED,ANGULAR STONE
3/4" - 2" (19 mm - 51 mm)CLEAN, CRUSHED,ANGULAR STONE
SC-740 CHAMBERCHAMBERS SHALL MEET ASTM F 2418-09
"STANDARD SPECIFICATION FORPOLYPROPYLENE (PP) CORRUGATED WALL
STORMWATER COLLECTION CHAMBERS".
SC-740 ENDCAP
A
B
CD
NOTE: ALL DIMENSIONS ARE NOMINAL
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"
NOMINAL CHAMBER SPECIFICATIONSSIZE (W x H x INSTALLED LENGTH) 51.0" x 30.0" x 85.4" [1295 mm x 762 mm x 2169 mm]CHAMBER STORAGE 45.9 CUBIC FEET [1.30 m³]MINIMUM INSTALLED STORAGE 74.9 CUBIC FEET [2.12 m³]WEIGHT 75 lbs. [33.6 kg]
ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOMOF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB ISFLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONALINFORMATION CONTACT STORMTECH AT 1-888-892-2694.
*FOR THE SC740EPE24B THE 24" [600 mm] STUB LIES BELOW THEBOTTOM OF THE END CAP APPROXIMATELY 1.75" [44 mm]. BACKFILLMATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SOTHAT THE FITTING SITS LEVEL.
PART# STUB A B C SC740EPE06T 6" [150 mm] 10.90" [277 mm] 18.50" [470 mm] N/A SC740EPE06B 6" [150 mm] 10.90" [277 mm] N/A 0.50" [13 mm] SC740EPE08T 8" [200 mm] 12.20" [310 mm] 16.50" [419 mm] N/A SC740EPE08B 8" [200 mm] 12.20" [310 mm] N/A 0.60" [15 mm] SC740EPE10T 10" [250 mm] 13.40" [340 mm] 14.50" [368 mm] N/A SC740EPE10B 10" [250 mm] 13.40" [340 mm] N/A 0.70" [18 mm] SC740EPE12T 12" [300 mm] 14.70" [373 mm] 12.50" [318 mm] N/A SC740EPE12B 12" [300 mm ] 14.70" [373 mm] N/A 1.20" [30 mm] SC740EPE15T 15" [375 mm] 18.40" [467 mm] 9.00" [229 mm] N/A SC740EPE15B 15" [375 mm] 18.40" [467 mm] N/A 1.30" [33 mm] SC740EPE18T 18" [450 mm] 19.70" [500 mm] 5.00" [127 mm] N/A SC740EPE18B 18" [450 mm] 19.70" [500 mm] N/A 1.60" [41 mm]*SC740EPE24B 24" [600 mm] 18.50" [470 mm] N/A 0.10" [3 mm]
OVERLAP NEXT CHAMBER HERE(OVER SMALL CORRUGATION)
ACCEPTS 4" [100 mm] SCH 40 PVCPIPE FOR INSPECTION PORT
30"[762 mm]
51"[1295 mm]
AA
CB
90.7" [2304 mm] ACTUAL
85.4" [2169 mm] INSTALLED
BUILD ROW INTHIS DIRECTION
INSPECTION PORT BYDESIGN ENGINEER
SC-740 ENDCAP
2 LAYERS OF AASHTO M288 CLASS 1 WOVEN GEOTEXTILEOR EQUAL, BETWEEN FOUNDATION STONE AND CHAMBERSSC-740: 5'-6" [1.7 m] WIDE STRIP
COVER ENTIRE ROW WITH ADS 601NON-WOVEN GEOTEXTILE (OR EQUAL) ALLAROUND CLEAN, CRUSHED, ANGULAR STONEOR EQUALSC-740: 8' [2.4 m] WIDE STRIP
SUMP DEPTHTBD BY
DESIGN ENGINEER
CATCHBASIN
ORMANHOLE
24" (600 mm) HDPE ACCESS PIPE REQUIRED.USE FACTORY PRE-FABRICATED END CAPS.
NOTES:1.INSPECTION PORT MUST BE CONNECTED
THROUGH KNOCK-OUT LOCATED AT CENTEROF CHAMBER.
2.ALL SCHEDULE 40 FITTINGS TO BE SOLVENTCEMENTED.
CONNECTION DETAILNTS
8"[203 mm]
4" [100 mm] SCHED 40PVC COUPLING
4" [100 mm] SCHED 40 PVC
4" [100 mm] SCHED 40 PVC
CORE 4.5" [114 mm] ØHOLE IN CHAMBER(4.5" HOLE SAW REQ'D)
4" [100 mm] SCHED 40 SCREW-IN CAPNYLOPLAST 12" [300 mm] INLINE DRAINBODY W/ 12" [300 mm] SOLID HINGED
COVER AND FRAME (SEE NYLOPLASTDWG# 7003-110-044 FOR PAVED
APPLICATIONS / SEE DWG# 7003-110-045FOR UNPAVED APPLICATIONS)
CONCRETE COLLAR
PAVEMENT
SC-740 CHAMBER
3/4 - 2 INCH [19 mm - 51 mm]CLEAN CRUSHED ANGULAR STONE
AASHTO M288 CLASS 2 NON-WOVENGEOTEXTILE
96" [2438 mm]MAX.
18" [457 mm]MIN.
NUMBER AND SIZE OFUNDERDRAINS PERENGINEER DESIGN
TO OUTLETCONTROL
STRUCTURE
BED PERIMETER
B B
A
A
SECTION A-A
SECTION B-B
STORMTECH END CAP
DUAL WALL PERFORATEDHDPE UNDERDRAIN PIPE
DUAL WALL PERFORATEDHDPE UNDERDRAIN PIPE
FOUNDATION STONEBENEATH CHAMBER
FOUNDATION STONEBENEATH CHAMBER
STONE BEDDINGUNDER DRAINAGE PIPE
STONE BEDDING UNDERDRAINAGE PIPE AASHTO M288 CLASS 2
NON-WOVEN GEOTEXTILE
AASHTO M288 CLASS 2NON-WOVEN GEOTEXTILE
STORMTECH CHAMBER
HEADER PIPE SIZESSTUB SIZE 48" 42" 36" 30" 24" 18" 15" 12" 10" 8"24" AVAIL AVAIL AVAIL AVAIL AVAIL - - - - -18" AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL - - - -15" AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL - - -12" AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL - -10" - - - - AVAIL AVAIL AVAIL AVAIL AVAIL -8" - - - - AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL6" - - - AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL AVAIL
AVAIL - STANDARD HEADERS AVAILABLE
MANIFOLDS ARE DESIGNED TO BE COUPLED TO STORMTECH PREFABRICATEDEND CAPS. WHEN USING STANDARD END CAPS, CORRUGATED PIPE UP TO 18INCHES CAN BE INSERTED DIRECTLY INTO THE END CAP. FOR 24" INLET PIPES, ACORRUGATED TO SMOOTH PIPE ADAPTER IS REQUIRED.
STORMTECH SINGLE TEEMANUFACTURED BY ADS
STORMTECH DOUBLE MANIFOLDMANUFACTURED BY ADS
STORMTECH TRIPLE MANIFOLDMANUFACTURED BY ADS
A
A
A
A
A
A
SIZE ON SIZE MANIFOLDSECTION A_A
INVERT MATCHINGECCENTRIC MANIFOLD
SECTION A_A
CROWN MATCHINGECCENTRIC MANIFOLD
SECTION A_A
ADS 1-800-821-6710
24" [600 mm] Ø ACCESS PIPE REQUIRED
STORMTECH ISOLATOR™ ROW
STRUCTURE WITHOVERFLOW WEIR
(48" [1200 mm] MIN. ØWITH 24" [610 mm]
SUMP RECOMMENDEDFOR ACCESS)
OVERFLOW MANIFOLD
AASHTO M288 CLASS 1WOVEN GEOTEXTILE
OVER FOUNDATIONSTONE FOR SCOUR
PROTECTION AT ALLCHAMBER INLET ROWS
2'[0.61 m]
12.5'[3.81 m]
STORMTECHCHAMBERS
UNDERDRAIN PUNDERDRAIN INVERT PP
SECTION D-D
DD
A
A
B
B
C
C
TOP OF WEIR H
MINIMUM PAVED FINISH GRADEBASE OF FLEXIBLE PAVEMENT / TOP OFREINFORCED CONCRETE PAVEMENT E
MAXIMUM FINISH GRADETOP OF PAVEMENT / UNPAVED G
A BASE OF STONEB BASE OF CHAMBER
C TOP OF CHAMBERD TOP OF STONE
E MINIMUM UNPAVED FINISH GRADEWITHOUT VEHICLE TRAFFIC
F MINIMUM UNPAVED FINISH GRADEWITH VEHICLE TRAFFIC
INVERT TOISOLATOR ROW J
SECTION A-A
INLET MANIFOLDSTUB INVERT KK
INLET MANIFOLDTRUNK INVERT LL
INLET MANIFOLDTRUNK L
INLET MANIFOLDSTUB K
MM OUTLET MANIFOLDSTUB INVERT
NN OUTLET MANIFOLDTRUNK INVERT
N OUTLET MANIFOLDTRUNK
M OUTLETMANIFOLD STUB
SECTION B-B SECTION C-C
AUTUMN CREST BLVD. EXTENSION
HERRIMAN CITY
FEBRUARY 2018
PROJECT NO. 83-17-054
VICINITY MAP
AREA MAP
N
N
NOTICE AND DISCLAIMER“ ”
O T H E R J - U - B C O M P A N I E STHELANGDONGROUP
GATEWAYMAPPINGINC.
J-U-B ENGINEERS, INC.
PROJECT VICINITY
O
JASON E.JONES
NO. 7549220
AUTU
MN
ROSE CREST
CR
ESTBLVD
HERRIMAN CITY
CITY OF RIVERTON
DISCIPLINE DESIGNATORS
SECTION IDENTIFICATION DETAIL IDENTIFICATION
SCALE:A SECTIONSCALE:1 DETAIL
CAL
LOU
TLA
BEL
C-501A
C-5011
SECTION AND DETAIL IDENTIFIERS
SHEET NUMBERINGLINE LEGEND
STORM DRAIN
SANITARY SEWER
WATER
IRRIGATION
GAS
UTILITY
BOUNDARY
SITE
ROADWAY
POWER / COMMUNICATIONS
EXISTINGLINE
LINEDESCRIPTION
PROPOSEDLINE
EXISTINGLINE
LINEDESCRIPTION
PROPOSEDLINE
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALEN
GIN
EER
STATE OF UTAH
JASON E.JONES
NO. 7549220
ABBREVIATIONS
SURVEY
SITE
UTILITIES
COMMUNICATION
DOMESTIC WATER
ELECTRIC
IRRIGATION
NATURAL GAS
SANITARY SEWER
STORM DRAIN
FITTINGS
VALVES
ROAD MARKINGS
ROADWAY
ROADWAY (CONT.)
EXISTINGSYMBOL
SYMBOLDESCRIPTION
PROPOSEDSYMBOL
EXISTINGSYMBOL
SYMBOLDESCRIPTION
PROPOSEDSYMBOL
EXISTINGSYMBOL
SYMBOLDESCRIPTION
PROPOSEDSYMBOL
EXISTINGSYMBOL
SYMBOLDESCRIPTION
PROPOSEDSYMBOL
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
AUTUMN CREST BLVD TYPICAL SECTIONSTA. 213+52.00 TO STA. 223+15.00
13800 SOUTH TYPICAL SECTIONFOR INFORMATION ONLY
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALEN
GIN
EER
STATE OF UTAH
JASON E.JONES
NO. 7549220
MAT
CH
LIN
E ST
A. 2
18+0
0SE
E SH
EET
C-2
02
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
N
0 20 40
SCALE IN FEET
MAT
CH
LIN
E ST
A. 2
23+0
0
SEE
SHEE
T C
-203
SEE
SHEE
T C
-201
MAT
CH
LIN
E ST
A. 2
18+0
0
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALEN
GIN
EER
STATE OF UTAH
JASON E.JONES
NO. 7549220
0 20 40
SCALE IN FEET
SEE
SHEE
T C
-202
MAT
CH
LIN
E ST
A. 2
23+0
0
MAT
CH
LIN
E ST
A. 2
28+0
0
SEE
SHEE
T C
-204
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
0 20 40
SCALE IN FEET
MAT
CH
LIN
E ST
A. 2
33+0
0SE
E SH
EET
C-2
05
SEE
SHEE
T C
-203
MAT
CH
LIN
E ST
A. 2
28+0
0
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
0 20 40
SCALE IN FEET
SEE
SHEE
T C
-204
MAT
CH
LIN
E ST
A. 2
33+0
0
MAT
CH
LIN
E ST
A. 2
38+0
0SE
E SH
EET
C-2
06
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
0 20 40
SCALE IN FEET
SEE
SHEE
T C
-205
MAT
CH
LIN
E ST
A. 2
38+0
0
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
N
0 20 40
SCALE IN FEET
MAT
CH
LIN
E ST
A. 2
18+0
0SE
E BE
LOW
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
N
0 20 40
SCALE IN FEET
MAT
CH
LIN
E ST
A. 2
23+0
0
SEE
SHEE
T C
-402
SEE
ABO
VEM
ATC
HLI
NE
STA.
218
+00
0 20 40
SCALE IN FEET
STRIPING KEY:
SEE
SHEE
T C
-401
MAT
CH
LIN
E ST
A. 2
23+0
0
MAT
CH
LIN
E ST
A. 2
28+0
0
SEE
BELO
W
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
0 20 40
SCALE IN FEET
MAT
CH
LIN
E ST
A. 2
33+0
0SE
E SH
EET
C-4
03
SEE
ABO
VEM
ATC
HLI
NE
STA.
228
+00
0 20 40
SCALE IN FEET
STRIPING KEY:
SEE
SHEE
T C
-402
MAT
CH
LIN
E ST
A. 2
33+0
0
MAT
CH
LIN
E ST
A. 2
38+0
0SE
E BE
LOW
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
0 20 40
SCALE IN FEET
SEE
ABO
VE
MAT
CH
LIN
E ST
A. 2
38+0
0
N
0 20 40
SCALE IN FEET
STRIPING KEY:
MAT
CH
LIN
E ST
A. 2
18+0
0SE
E BE
LOW
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALEN
GIN
EER
STATE OF UTAH
JASON E.JONES
NO. 7549220
N
0 20 40
SCALE IN FEET
MAT
CH
LIN
E ST
A. 2
23+0
0
SEE
SHEE
T C
-402
SEE
ABO
VEM
ATC
HLI
NE
STA.
218
+00
0 20 40
SCALE IN FEET
Start WaterlineConstruction off Existing
Valve
Install Tee, fittings, valves,and appurtenances per
plan but do not install thelateral or hydrant. Plug
valve with restraint.
SEE
SHEE
T C
-401
MAT
CH
LIN
E ST
A. 2
23+0
0
MAT
CH
LIN
E ST
A. 2
28+0
0
SEE
BELO
W
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
0 20 40
SCALE IN FEET
MAT
CH
LIN
E ST
A. 2
33+0
0SE
E SH
EET
C-4
03
SEE
ABO
VEM
ATC
HLI
NE
STA.
228
+00
0 20 40
SCALE IN FEET
End Waterline Constructionwith Cap and Plug with aWashout Valve (APWAplan 571), one stick, or 20ft, after the new tee. Install Tee, fittings, valves,
and appurtenances perplan but do not install thelateral or hydrant. Plugvalve with restraint.
Install 12 Inch Gate Valveper Project PlanRequirements (locate teeper Seminary Buildingdrawings).
New 8 inch Main for FDCLateral with Fire Hydrant asshown.
Show construction ofhydrant per Standard
Provide profile of new mainline showing crossings withfuture SD line, the existingSS line, and future PI main.
If vertical fittings arerequired, place them as faraway from the SD crossing
as possible withoutconflicting with the future
secondary waterline main.
Joint Restraint Required forall Joints within 130 ft of MJPlug.
SEE
SHEE
T C
-402
MAT
CH
LIN
E ST
A. 2
33+0
0
MAT
CH
LIN
E ST
A. 2
38+0
0SE
E BE
LOW
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
0 20 40
SCALE IN FEET
SEE
ABO
VE
MAT
CH
LIN
E ST
A. 2
38+0
0
N
0 20 40
SCALE IN FEET
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
SCALE:2 STORM DRAIN OUTLET DETAIL
N.T.S.
SCALE:1 13800 S. WEST APPROACH GRADING1" = 20'
SCALE:3 CURB AND GUTTER DETAILN.T.S.
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
SCALE:4 FLARE DRIVEWAY APPROACH DETAIL
N.T.S. SCALE:5 CURB OPENING FRAME AND GRATE DETAILN.T.S.
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
SCALE:6 SINGLE GRATE CATCH BASIN DETAIL
N.T.S. SCALE:7 DOUBLE GRATE CATCH BASIN DETAILN.T.S.
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
SCALE:8 COMBINATION CATCH BASIN ANS CLEANOUT BOX DETAIL
N.T.S. SCALE:9 CLEANOUT BOX DETAILN.T.S.
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
SCALE:10 CAST IN PLACE BASE MANHOLE DETAIL
N.T.S. SCALE:11 GRADE RING DETAILN.T.S.
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
SCALE:12 WATER MAIN LINE LOOP DETAIL
N.T.S. SCALE:13 4" WASHOUT VALVE DETAILN.T.S.
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
SCALE:14 WATER TRENCH DETAIL
N.T.S. SCALE:15 WATER VALVE DETAILN.T.S.
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
SCALE:16 FIRE HYDRANT WITH VALVE DETAIL
N.T.S. SCALE:17 REGULATORY AND WARNING SIGN DETAILN.T.S.
REU
SE O
F D
RA
WIN
GS
THIS
DO
CU
MEN
T, A
ND
TH
E ID
EAS
AND
DES
IGN
S IN
CO
RPO
RAT
EDH
EREI
N, A
S AN
INST
RU
MEN
T O
F PR
OFE
SSIO
NAL
SER
VIC
E, IS
TH
EPR
OPE
RTY
OF
J-U
-B E
NG
INEE
RS,
Inc.
AND
IS N
OT
TO B
E U
SED
, IN
WH
OLE
OR
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
EXPR
ESS
WR
ITTE
N A
UTH
OR
IZAT
ION
OF
J-U
-B E
NG
INEE
RS,
Inc.
J-U-B ENGINEERS, INC.
REG
ISTE
RED
PROFESSIONALENG
INEER
STATE OF UTAH
JASON E.JONES
NO. 7549220
SCALE:18 IRRIGATION VALVE DETAIL
N.T.S.